Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers
International audience Recycled concrete aggregates (RCA) are increasingly being used in pavementbase and subbase layers to replace the natural unbound granular materials (UGM), while theinfluence of their self-cementing properties on the mechanical behaviour has not beenthoroughly studied. In this...
Published in: | Transportation Geotechnics |
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Main Authors: | , , , , |
Other Authors: | , , , , , , , |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
CCSD
2023
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Subjects: | |
Online Access: | https://hal.science/hal-04370195 https://hal.science/hal-04370195v1/document https://hal.science/hal-04370195v1/file/chon%20wang%20-%20TRGEO%20-%20final.pdf https://doi.org/10.1016/j.trgeo.2023.101054 |
_version_ | 1835019587668672512 |
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author | Wang, Chong Chazallon, Cyrille Jing, Peng Hornych, Pierre Latour, Benjamin |
author2 | Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie (ICube) École Nationale du Génie de l'Eau et de l'Environnement de Strasbourg (ENGEES)-Université de Strasbourg (UNISTRA)-Les Hôpitaux Universitaires de Strasbourg (HUS)-Institut National des Sciences Appliquées - Strasbourg (INSA Strasbourg) Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)-Centre National de la Recherche Scientifique (CNRS)-Matériaux et Nanosciences Grand-Est (MNGE) Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Réseau nanophotonique et optique Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Centre National de la Recherche Scientifique (CNRS) Beijing University of Technology Laboratoire Auscultation, Modélisation, Expérimentation des infrastructures de transport (MAST-LAMES) Université Gustave Eiffel |
author_facet | Wang, Chong Chazallon, Cyrille Jing, Peng Hornych, Pierre Latour, Benjamin |
author_sort | Wang, Chong |
collection | Unknown |
container_start_page | 101054 |
container_title | Transportation Geotechnics |
container_volume | 42 |
description | International audience Recycled concrete aggregates (RCA) are increasingly being used in pavementbase and subbase layers to replace the natural unbound granular materials (UGM), while theinfluence of their self-cementing properties on the mechanical behaviour has not beenthoroughly studied. In this paper, the self-cementing properties, permanent deformation andresilient deformation behaviour of two RCA, NRCA and ORCA, showing significantlydifferent self-cementing properties, after curing for different times (1, 180, 360 and 720 days),were investigated by pH value measurements, calorimeter tests and repeated load triaxial tests(RLTT). The results show that the self-cementing properties can significantly improve themechanical behaviour of RCA, which is comparable to that of lightly treated materials. Thepermanent deformations of NRCA, showing strong self-cementing properties, decreases to avery low value quickly after curing for 180 days, and then stabilizes. While the resilientmodulus of NRCA increases continuously with curing time, up to the studied curing time (720days), 4.3 times larger than that curing for 1 day. It was also found that the traffic loads candamage the bonds between particles formed due to the self-cementing properties. On thecontrary, for ORCA, showing negligible self-cementing properties, curing has no influence onthe mechanical behaviour. |
format | Article in Journal/Newspaper |
genre | Orca |
genre_facet | Orca |
geographic | Avery |
geographic_facet | Avery |
id | ftuniveiffel:oai:HAL:hal-04370195v1 |
institution | Open Polar |
language | English |
long_lat | ENVELOPE(-65.433,-65.433,-66.883,-66.883) |
op_collection_id | ftuniveiffel |
op_doi | https://doi.org/10.1016/j.trgeo.2023.101054 |
op_relation | info:eu-repo/semantics/altIdentifier/doi/10.1016/j.trgeo.2023.101054 doi:10.1016/j.trgeo.2023.101054 |
op_rights | http://creativecommons.org/licenses/by-nc-nd/ info:eu-repo/semantics/OpenAccess |
op_source | ISSN: 2214-3912 Transportation Geotechnics https://hal.science/hal-04370195 Transportation Geotechnics, 2023, 42, pp.101054. ⟨10.1016/j.trgeo.2023.101054⟩ |
publishDate | 2023 |
publisher | CCSD |
record_format | openpolar |
spelling | ftuniveiffel:oai:HAL:hal-04370195v1 2025-06-15T14:46:01+00:00 Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers Wang, Chong Chazallon, Cyrille Jing, Peng Hornych, Pierre Latour, Benjamin Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie (ICube) École Nationale du Génie de l'Eau et de l'Environnement de Strasbourg (ENGEES)-Université de Strasbourg (UNISTRA)-Les Hôpitaux Universitaires de Strasbourg (HUS)-Institut National des Sciences Appliquées - Strasbourg (INSA Strasbourg) Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)-Centre National de la Recherche Scientifique (CNRS)-Matériaux et Nanosciences Grand-Est (MNGE) Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Institut National de la Santé et de la Recherche Médicale (INSERM)-Institut de Chimie - CNRS Chimie (INC-CNRS)-Centre National de la Recherche Scientifique (CNRS)-Réseau nanophotonique et optique Université de Strasbourg (UNISTRA)-Université de Haute-Alsace (UHA) Mulhouse - Colmar (Université de Haute-Alsace (UHA))-Centre National de la Recherche Scientifique (CNRS)-Université de Strasbourg (UNISTRA)-Centre National de la Recherche Scientifique (CNRS) Beijing University of Technology Laboratoire Auscultation, Modélisation, Expérimentation des infrastructures de transport (MAST-LAMES) Université Gustave Eiffel 2023-09 https://hal.science/hal-04370195 https://hal.science/hal-04370195v1/document https://hal.science/hal-04370195v1/file/chon%20wang%20-%20TRGEO%20-%20final.pdf https://doi.org/10.1016/j.trgeo.2023.101054 en eng CCSD Elsevier info:eu-repo/semantics/altIdentifier/doi/10.1016/j.trgeo.2023.101054 doi:10.1016/j.trgeo.2023.101054 http://creativecommons.org/licenses/by-nc-nd/ info:eu-repo/semantics/OpenAccess ISSN: 2214-3912 Transportation Geotechnics https://hal.science/hal-04370195 Transportation Geotechnics, 2023, 42, pp.101054. ⟨10.1016/j.trgeo.2023.101054⟩ Recycled concrete aggregates Self-cementing properties Permanent deformations Resilient modulus Repeated load triaxial test [SPI]Engineering Sciences [physics] info:eu-repo/semantics/article Journal articles 2023 ftuniveiffel https://doi.org/10.1016/j.trgeo.2023.101054 2025-05-25T23:34:35Z International audience Recycled concrete aggregates (RCA) are increasingly being used in pavementbase and subbase layers to replace the natural unbound granular materials (UGM), while theinfluence of their self-cementing properties on the mechanical behaviour has not beenthoroughly studied. In this paper, the self-cementing properties, permanent deformation andresilient deformation behaviour of two RCA, NRCA and ORCA, showing significantlydifferent self-cementing properties, after curing for different times (1, 180, 360 and 720 days),were investigated by pH value measurements, calorimeter tests and repeated load triaxial tests(RLTT). The results show that the self-cementing properties can significantly improve themechanical behaviour of RCA, which is comparable to that of lightly treated materials. Thepermanent deformations of NRCA, showing strong self-cementing properties, decreases to avery low value quickly after curing for 180 days, and then stabilizes. While the resilientmodulus of NRCA increases continuously with curing time, up to the studied curing time (720days), 4.3 times larger than that curing for 1 day. It was also found that the traffic loads candamage the bonds between particles formed due to the self-cementing properties. On thecontrary, for ORCA, showing negligible self-cementing properties, curing has no influence onthe mechanical behaviour. Article in Journal/Newspaper Orca Unknown Avery ENVELOPE(-65.433,-65.433,-66.883,-66.883) Transportation Geotechnics 42 101054 |
spellingShingle | Recycled concrete aggregates Self-cementing properties Permanent deformations Resilient modulus Repeated load triaxial test [SPI]Engineering Sciences [physics] Wang, Chong Chazallon, Cyrille Jing, Peng Hornych, Pierre Latour, Benjamin Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title | Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title_full | Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title_fullStr | Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title_full_unstemmed | Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title_short | Effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
title_sort | effect of self-cementing properties on the mechanical behaviour of recycled concrete aggregates in unbound pavement layers |
topic | Recycled concrete aggregates Self-cementing properties Permanent deformations Resilient modulus Repeated load triaxial test [SPI]Engineering Sciences [physics] |
topic_facet | Recycled concrete aggregates Self-cementing properties Permanent deformations Resilient modulus Repeated load triaxial test [SPI]Engineering Sciences [physics] |
url | https://hal.science/hal-04370195 https://hal.science/hal-04370195v1/document https://hal.science/hal-04370195v1/file/chon%20wang%20-%20TRGEO%20-%20final.pdf https://doi.org/10.1016/j.trgeo.2023.101054 |